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international journal of civil engineering
سال:2019 - دوره:17 - شماره:1
a concept for the estimation of soil-tool abrasive wear using astm-g65 test data
- صفحه:103-111
application of submodeling technique in numerical modeling of mechanized tunnel excavation
- صفحه:75-89
consolidation of single-component grouting mortars in the course of dewatering: redistribution of particles
- صفحه:33-43
experimental and numerical investigation of fundamental mechanism of tunnelling and influence on nearby flat foundation
- صفحه:91-101
full waveform inversion for advance exploration of ground properties in mechanized tunneling
- صفحه:19-32
modelling of short-term interactions between concrete support and the excavated damage zone around galleries drilled in callovo–oxfordian claystone
- صفحه:1-18
on the global sensitivity analysis methods in geotechnical engineering: a comparative study on a rock salt energy storage
- صفحه:131-143
rheological characterisation of foam-conditioned sands in epb tunneling
- صفحه:145-160
slurry shield tunneling: new methodology for simplified prediction of increased pore pressures resulting from slurry infiltration at the tunnel face under cyclic excavation processes
- صفحه:113-130
time-dependent evolution of microstructure and mechanical properties of mortar
- صفحه:61-74
tunnel waterproofing: available technologies and evaluation through risk analysis
- صفحه:45-59
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